Posted 20 February 2012 - 09:42 PM
ASCE provides values for overstrength factor for a SYSTEM. Is this load combination used when designing an element as well as global system?
Im just confused as to the difference between earthquake load effect vs. overstrength factor in load combinations. Thanks
Posted 21 February 2012 - 04:33 AM
Edited by Myra Zaltz CameIPassed PE, 21 February 2012 - 04:37 AM.
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